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� -13- <br /> , Gary Sturdy <br /> Sturdy Engineering Corporatlon <br /> 7168 San 7uan Hili Lane I <br /> Anacortes,WA 96221 <br /> 360-299-2511 ' <br /> I <br /> Stability checks for'Load Set: column wind on face Combination: O.6D+ 1.OW' <br /> F.era.at.o.e.�s.�,�i . . Bcaring . __ . -. . - . � . . . - __. . <br /> aial Fnce 0.72 k � i . <br /> Mmienl% OIPk ' <br /> ManeM2 ]6.96M1�k � � '. <br /> Shex% Ok <br /> Shear Z 0 N ' � '� <br /> Overwrden Opsl ' I <br /> Foarp WeqM 9.11 k � ' <br /> PeEeslalWeip'r Ok � � I <br /> � oosi ---- �novsr � <br /> � �-----------2----- , � <br /> j � � Resultant=9.83 k <br /> i , <br /> � X i <br /> � <br /> i <br /> i i � <br /> ! �"'_'_"_" _'""_'"_' <br /> ' 0 p,l I 1170 psf I <br /> � Maa prcssurp=1170 psl , <br /> j (Gross: InUudes eMects of Imlirp weiphl and overhurden) i <br /> i <br /> � <br /> � <br /> Bearina <br /> �, Qaibw (1500 psn > .. Qqrvss �}170 Usn ✓ ' <br /> i <br /> � Ovcrheming � �- - - � � , . SliAing � . . . � _ . � .�. � . . <br /> i , <br /> I I <br /> � <br /> - 5.63 tt—c�-5.63 f . �-X <br /> 1 <br /> i <br /> �; Overturnino �, Slldin0 <br /> W� = 9.31 k (weight of(oo[ing) F�K�y� = Ci[W +Wp+Fap+P]+Fassin ' <br /> � Wp - 0 k (welght of pedestaq � = (0.35)�(9,11 k)+(0 k)+(0 k)+(OJ2 k))+(0 k) '. <br /> = 3.44 k <br /> � FaE � Qoverbu�nlAnp-Apeel <br /> _ (0 psq It4860 In�)-(162.6 In�)] � F.S.against sllding In X tlirectlon is InON[e (no ap0�le0 force) <br /> ' � 0 k � F.S.agains[sllGing In Z directlon Is Infini[e (no applletl lorcel <br /> ' F.S.a9ulnst overturning about%avis Is InMlre (no applied momend : <br /> � OTM== M�+VRHo , ' <br /> ��. (36.96 ffk)+(0 k)(36 In) � . <br /> � = 3G.96 ft•k � <br /> �� RMz n �P+Wp�E.+IWr+ Fap�bi/2 , � <br /> _ [(0.72k)+(Ok)](5.631[)+((9.11k)+(Ok)](]1.25([)/2 � . <br /> = 55.31 R•k . <br /> RM, I <br /> FSaTZ � OTMi ; � <br /> � (55.31 R•k) ; �I <br /> � (3G.96 R•k � ' �, <br /> � 1.50 <br /> � FSorz (I.50) < FSor,roe �3.50) X �. <br /> IES QuickRFooting Page 8 of 30 Tuesday,October 19, 2010 1:55 PM <br />